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Detail publikačního výsledku
VYŠVAŘIL, M.; ROVNANÍKOVÁ, M.; BAYER, P.
Originální název
The effect of water/cement ratio on the sulfate corrosion of fine grained concrete
Anglický název
Druh
Článek recenzovaný mimo WoS a Scopus
Originální abstrakt
This paper is focused on the sulfate attack on fine grained concrete where the effect of 0.5% sulfuric acid emulating MICC and also effect of solution simulating sewage water on the concrete samples with three different water/cement ratios (w/c = 0.4, 0.45 and 0.5) have been investigated. After 1, 3 and 6 months of the corrosive treatment the content of sulfate ions and pH values in several layers of specimens were determined. It was found that the sulfate ions penetrate into concrete to maximum depth of 20 mm and the pH of the aqueous leaches of particular layers of the samples was reduced to 11.92 at the most. Thus, the conditions for the depassivation of reinforcement were not met.
Anglický abstrakt
Klíčová slova
concrete, corrosion, sulfates, pH, waste water
Klíčová slova v angličtině
Autoři
Vydáno
01.09.2014
ISSN
2319-1163
Periodikum
International Journal of Research in Engineering and Technology
Svazek
2014 (03)
Číslo
Special Issue 13
Stát
Indická republika
Strany od
71
Strany do
76
Strany počet
6
BibTex
@article{BUT110120, author="Martin {Vyšvařil} and Markéta {Rovnaníková} and Patrik {Bayer}", title="The effect of water/cement ratio on the sulfate corrosion of fine grained concrete", journal="International Journal of Research in Engineering and Technology", year="2014", volume="2014 (03)", number="Special Issue 13", pages="71--76", issn="2319-1163" }